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Geocentrix Repute - Non-linear pile group analysis

Repute vs GROUP

Feature Program
GROUP Repute
Latest version (date) 5.0 (2000) 1.0 (2002)
Engineering features
Method of analysis Load-transfer
(Winkler spring)
Boundary Element Method
Group effects solution Empirical Continuum-based
Maximum no of piles (x elements) analysed 100 (x 100) 100 (x 50)
Multi-layered soil profile/Gibson soil /
3-dimensional loading
Non-linear soil model t-z/p-y curves hyperbolic
Allows general (asymmetric) pile layout
Piles with different lengths/moduli in group / /
Independent axial and lateral pile moduli n/a
Flexible pile cap/effective pile cap contact* / /
Pile head pinned/rigidly connected to cap / /
Rigid layer below pile toe n/a
Usability features
Operating system Windows Windows 9x/NT4/2000/XP
User interface GUI Notebook-style
Validation of date on input/calculation ? / ? /
Graphical display of results
HTML/XML reports using internal/external browser
*Both programs provide rigid pile cap/non-effective pile cap contact
 

Geocentrix Repute

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